Two-stage Bayesian system identification using Gaussian discrepancy model

System identification aims at updating the model parameters (e.g., mass, stiffness) associated with the mathematical model of a structure based on measured structural response. In this process, a two-stage approach is commonly adopted. In Stage I, modal parameters including natural frequencies and m...

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Main Authors: Zhang, Feng-Liang, Au, Siu-Kui, Ni, Yan-Chun
其他作者: School of Civil and Environmental Engineering
格式: Article
語言:English
出版: 2020
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在線閱讀:https://hdl.handle.net/10356/143231
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